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Home My WebLink About2281A-3S.E C -t -1'a TSS S 0+50 OLE -P NDGR AVE^! U E 1+00 32.00' 32.00' 32.00' 32.00' 20.00' 12.00' 4.00' EX. AC EX. AC I - BERMEX.---,\\ 1 P CV�g BERM EX. - - - -A PVMT _ �I_ �aN� R� - - - PVMT _�_ 3� • EX.AC= 13 G4.30 NEW FL= 2+50 32.00' 32.00' 20.00' 12.00' 4.00' C=am a -_j EX. AC BERM EX -- 2% I ---__ PVMT_ 41 edge of existing pavement EX.AC= B0-7.90 / NEW FL= 130. COO �y• WKS OftW i 6 OE TAS L &F -LOW W 0AI.v. MeL ry S I i L-1304.13 St TV tJo WS ; ; ' • .. f .:, LOG AL. Pee% ".9010111-1 IC''O.C. • Il O �/�� ,fLf'E FLOOR IR • ,•: ' • IA 114. TWON4 A Lk R e / wJO • s T %A0.0prli-I OFT 10 "0111111- ><( .'"'o _ DE Ta L of lR.i► Ira t ►.�sr 02,00 SECTION e• -Z AR,oVNV Plr`a I• ALL Ys Io Augft v,w u4'. �'1 Ito.c. r�atti+ S P e, C,^TG to S1i 1 W 6+4-&L , ft COIL 0 T R uG TGO Cr` "A C VJC 1t V . '.�. C.&-" 4 GVT'TtA A0,s0111?*4 CA rC, 4 "14 g*JA.Q.L. ft P K (O A To co "-!rr RucT i il,-0 To? OF v'R-44 F!P&4 l W - f100r a; baSLrL Shall be °'iyen.-A &tset7ro,wd f\�n�&h. TAnd Shall Vcrj e ro'rn4z li(edi:ay To wctrdLo -T)fV G w(' Lok- f� pe 5, 6 wl- &* ft pe S h a U Be Tr Cerwv>nA.d To --Fuv ,Q 1f,,,, 4� 0,AJ Shy. e Con L,,e e 'b P laced, . 6 . lt?11 O,12s¢, S hal 1 &- C" "i C6 sacks far"a"d Cp„•, t e,,k- �,,�;c ?�aitd 4.12 Sottor Galvani:ed , . . Steel Plate Curb Bar - AN►ott m Foun*y *1i -39 U or Equal ta Suppat 1Wt In 6' a Larger Inlet LOP C UR 6 Off N i tSG D E't'A•i L --�I a.50' i edge of existing pavement EX.AC= 1305.20 / NEW. FL= 13 o 4.38 3+00 32.00' - 32.00' 20.00' 12.00' 4.00' EX. AC BERMEX. 2 - - - - PVMT, •72 a EX.AC= NEW FL= 130$•36 MANHOLE FRAME TYPE.. 'A'' CATCH BASIN toe 0.50' edge of existing pavement D L T 12 1.0 4- lti- Edger finish S' Z4' 1.0' 6- 5G' Jon Protection 4n' 1.5' 0.387 57- . 5• iCf- Gutter Vertical depression Edger finish 0.387 L -21 (Similar for 0+62.70 CL C.B. on Foothill Blvd. Sh. 1 ) CONCRETE COLLAR NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10 FT. PER FOOT. 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WiTH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=L, OR D2. WHICHEVER IS GREATER. 3, FOR PIPE LARGER THAN 66' A SPECIAL COLLAR DETAIL IS REWIRED. 4. FOR PiPE SiZE NOT LISTED USE NEXT SiZE LARGER. S. OMIT REINFORCING ON PIPES 24' AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 10'. 6. WHERE REINFORCING IS REWIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D + (2 x WALL THICKNESS) + 8'. 7. WHEN D i Is EWAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN Di IS GREATER THAN D2. JOIN SOFFITS. 8. PIPE MAY BE CORRUGATED METAL PIPE, CONCRETE PIPE, REINFORCED CONCRETE PIPE, OR ABSESTOS CEMENT PIPE. 9, NOT TO BE USED FOR A SIZE CHANGE ON THE MAINLINE. x/4.12' 420 - C-2000 CONCRETE 4? N • 12' 3 - f4 CIRCULAR TiES i 24" RCP to join exist. 24" CMP by cone. collar 1+50 32.00' 32.00' 20.00' 4. CO - EX. AC BERM-- EX. ------ PVMT- EX.AC= edge of existing pavement I30S.g� NEW FL= 1305-24 3+50 IrL 32.00' 32.00' 20.00' EX. AC BERM EX.� -- --- PVMT-- gVe- O.50' edge of existing pavement 12 4-00- Drainage .00' EX.AC= I30q -qD J NEW FL= 130).30 2+00 32.00' 32.00' 20.00' EX. AC ` BERM EX.- -'---- -PVMT _ �8 EX.AC= &6.% / NEW FL = 1306, ¢2 4+00 rL I edge of existing pavemen 32.00' 32.00' EX. AC BERM EX. ------ PVMT -�_9fou EX.AC= !310.8/ Drainage Inlet Detail Sheet 1 Sta. 04 62.99 Face Angle Pr o T e%- . - (See Anchor Detall A bar, See i e sections on Std Pion 074C)\ Note 6 G -G and H -H _ _ Vor 2'-0" 5.. Max \ .1 � , See Note 7 and curb t ` support details on Curb 0_ >� _r_ t Std Plan p74C 64cl2"+ I_ �' i :� ivl iv T-0- 6" f. r- 6" =---------:.. 12:3 \ 2'-0" Min ! Gutter Depression %- T 2II T SECTION F -F -4 18" i L(7' -O" and 10'-0") N4 a 120* Top and bottom li :--T i I li I I �f; - f - I- f - {; II -1-- Tt =K II VL 10-1 I I Grote 4" radius on opening Type 24 �'- Face Angle Anchor T I 2'-I1 T A G -` PL AN - ' i 4'-6•• T co SECTION C -C Edger f )nlsh L 0 6•• ;- 2;:0;; 6" SECTION H -H r - 10'• Edger finish j� • Foce ong)e - ---- L 3'/2" X 3'/2" X%". except STIRRUP Angie to :' for Type B curb use match- 90° L 4"x3"xY4 curb face '/z" ill anchors o 3'-6'• centers FACE ANGLE ANCHOR DETAIL A FACE ANGLE DETAIL A Angle to match . No of Anchors curb face I'/K"Hole In face Batter 3 Edger finish Nut tiglost 14'-0" Th�b height Stirr•6 Jon Protection 5" Max (See Note 0.387 I" P Rod thre3" .39 0.278 on top end Gutter Vertical depression Edger finish 0.387 L -21 2" CURB SUPPORT DETAIL 0.313 See Note 2 FACE ANGLE DETAIL A Length of Curb Opening No of Anchors 3'-6" or Less H:3.-0- to 8-0„ (T=6") H=8' -I" to 7'-0" 3 l0•-0" H=8' I" (C Y) 14'-0" 5 21'-0" 7 NOTES L when shown on the project plona. ploce o 06 protection bar horizontally across length of the opening and bend bock 4" into the Inlet wall on eoch 3106, 2. Curb supporta shall be evenly spaced and minimal In number such that maximum span of unsupported curb Is 7', edge of existing pavemef NOIES 1, "H•• iS the difference in elevaTion between the outlet Dipe flow line and the normal gut ter grade line undepressed at the Curb face. 2. For "T" woll thickness, see Table A below. 3. Height of Curb Opening will vary with the type of Curb and the depth of the local depression, 4. Woll reinforcing not required when "H" is 8' or less and the unsupported width or length Is 7' or less. Walls exceeding these limits Shall be reinforced with 94 bars 0 18''! centers ploced ''/?"clear to inside of box unless otherwise shown. 5. Inlet bottom reinforcing not required. See Standard Ploy D74C for alternative reinforced bottom. 6. Steps- None required where ..H•' is less than 30 inches. Whore .H•• is 30 Inches or more, install Steps w;th lowest rung 12 Inches above the floor and highest rung not more than 6 inches below top of Inlet. The distance be'ween Steps shall not exceed 12 incnes and be uniform t hr ougnov t the Ieng t h of the wall. Place steps in the wolf w i t nou t on opening. S t ep Inser i s may bo Subs t i t u t ed f or t no bar steps. Step Inserts shall comply with State InaiStriol Safety requirements. See Standard Plan D 74C for step oe t oils. 7, When shown on the project plans. place a 06 protect Ion bar horizontally across the length of the opening and bend bock 4" Into the inlet wall on each sloe. 8. Plpe(s) con be placed in any wolf, 9. Curb section shall match adjacent curb. 10. Except for Inlets used as junction boxes, basin floor shall hove a minimum slope of 12:3 from all directions toward outlet pipe and sholl have a wood trowel finish, if. Galvanizing- See Standard Specifications or Spec'ol Provisions. 12, See Standard Plans 077A and D7 TB for grate and • frame details and weights of miscellaneous iron and steel. 13. See Standard Pion 078 for gutter depression details. 14. Full penetration butt welds may be substitutah for the fillet welds on oll anchors. 15. Standard square, hexagon, round or equivalent headed anchors may be subs f i t u t ea for the right angio hooks o'^ the anchors shown on this pion, 16. Cost -in-place or precast alternative is optional with contractor. See Standard Specifications. TAR[ F A Hosed on H:3,1' Table based on 8" floor slob, no deduction for pipe openings, 7" Curb openings, and curb type giving highest quantity of concrete. No deductions or adjustment.,, are to be made to I hese quon t I i io y beeauso o f pipe openings, dI f f er en t f loop alternatives, off forent curb types or aif ferent height of Curb openings. 4'- EESS/p LTE -17 I. 29954 G '30/95 '1V1� titin E CAir�F J4�'� CONCRETE QUANTITIES H:3.-0- to 8-0„ (T=6") H=8' -I" to 20.-0- 0:8-) T ypeAddl t lona! PCC H"3 0' per foot (YY(C Y) H=8' I" (C Y) A( t lana! PC Der foot ( Y) CITY OF FONTANA B.M. No. 384 Circuit No. 67-5 Reset 4/75 ELEVATION= 1304.51 PK nail in P.P. # 221589E NW corner Oleander Avenue & Foothill Boulevard 1, I I , 0.387 0L - l .39 0.278 4. 0.38 L -I .c 0.387 L -21 4.420.387 L 0.313 SCALE: 0,434 L l 2.84 1 0.313 1 5.47 1 0.434 Hosed on H:3,1' Table based on 8" floor slob, no deduction for pipe openings, 7" Curb openings, and curb type giving highest quantity of concrete. No deductions or adjustment.,, are to be made to I hese quon t I i io y beeauso o f pipe openings, dI f f er en t f loop alternatives, off forent curb types or aif ferent height of Curb openings. 4'- EESS/p LTE -17 I. 29954 G '30/95 '1V1� titin E CAir�F J4�'� BENCHMARK 'WALTER W 116 55 Countryside Drive Fontana CA 92337 Phone/ Fax (909) - 685 - 5762 A / `- 2 e /95 CITY OF CALIFORNIA CITY OF FONTANA B.M. No. 384 Circuit No. 67-5 Reset 4/75 ELEVATION= 1304.51 PK nail in P.P. # 221589E NW corner Oleander Avenue & Foothill Boulevard STREET IMPROVEMENT P DRAWN YMP -� 16 304 FOOTHILL BLVD, D.R. 94 - 20 (Vo SCALE: DFSIGNED - - ' ��• HU - DATE: 4 /29!95 APPROVED G� !-, Z�.9s� ��l/ DATE Ai�PR BY CITY APP WALTER W. HU, RCE 29954 EXP. 6/30/95 DATE FHECKED Ei (+ D YV�. N O. 22S'j _ A-" 3 3 CIN ENGR, ROBERT W. WEDDLE, R.C.E.25126, EXP. 12/31/W